Improvement to Right Main Canal from RD 4675m to 4700m of Sapua Badjore Irrigation Project Working RD from 4675m to 4703m

Earth work in excavation of foundation in all kinds of soil including dressing & levelling the foundation bed including shoring, shuttering & dewatering if required and laying the excavated earth in layers not exceeding 0.30m depth in the specified filling sections, rough dressing and breaking clods to maximum 5 cm to 7 cm and disposing the excess earth away from worksite including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per drawing, specification and direction of the Engineer-in-charge.

Filling foundation and plinth with clean coarse sand, well watered and rammed including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing and laying CC of M-15 grade using 20 mm down graded size hard granite crusher broken chips of approved quality, colour and texture free from weathered & skinned and sharp sand of approved quality from approved quarry, mixing, hoisting, lowering and laying in position, compacting and curing for specified days including cost, conveyance, royalty, taxes of all materials, hire and running charges of machineries, cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Rigid smooth centering & shuttering for plain C.C / R.C.C. works in walls including false works and dismantling the same after specified days of casting including cost, conveyance, taxes of all materials, cost of all labour, T&P with all cost of incidental charges, and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wing wall / return wall using 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce at regular interval including cost, conveyance, taxes of all materials and cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.

Filling foundation and plinth with excavated materials laying in layers not exceeding 0.30M in depth including well watered and rammed including cost of all labour, T&P with all cost of incidental charges and cess etc. complete as per approved specification and direction of the Engineer -in- Charge.